Wk 2 Flashcards

1
Q

what are the 4 errors

A

systematic

random

instrumental

personal

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2
Q

describe systematic error

A

Caused by known factors, predictable, and can be corrected. Examples: calibration errors

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3
Q

describe random error

A

Unpredictable errors due to environmental variations or human limitations. Minimized through repeated measurements

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4
Q

describe instrumental error

A

Arise due to imperfections in survey instruments. Regular calibration and maintenance help reduce them

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5
Q

describe personal error

A

Caused by observer mistakes such as misreading or incorrect levelling. Training improves accuracy

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6
Q

define accuracy

what error is it effected by?

A

Accuracy is the “closeness of the measurements to a true value.” Measurements with a low level of systematic error have a high accuracy. Measurements with a high level of systematic error are “biased”

Systematic errors impact ACCURACY of a measurement

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7
Q

define precision

what error is it effected by?

A

Precision is the “closeness of repeated measurements of the same thing.” Precise measurements will have low spread relative to their measure of central tendency. Measurements with a low level of random error have a high precision. Measurements with a high level of random error have low precision

Random errors impact PRECISION of a measurement.

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8
Q

When measuring what 6 ways can we use to know if our answers are correct?

A

❑ Repeat the measurement to check for consistency

❑ Use a different technology or method for validation

❑ Compare results with known standards or reference values

❑ Minimise errors by improving measurement techniques

❑ Cross-check with another observer or instrument

❑ Compare measurements with established control points

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9
Q

define control network

A
  • Provides precise positioning for mapping and surveying
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10
Q

what is primary control network usually?

A

Primary control network is usually geodetic (large-scale projects)

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11
Q

define ellipsoid

A

mathematical model of the Earth’s shape, resembling a squashed sphere, used as a reference surface

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12
Q

What is OSGB36?

A

historical geodetic datum that underpins Britain’s triangulation network

-been replaced now

  • using triangulation and geodetic leveling and defines absolute positions in relation to the Airy 1830 ellipsoid
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13
Q

what is ETRS89?

A

Modern geodetic networks like ETRS89 use GNSS/GPS

-higher precision

  • based on the GRS80 ellipsoid
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14
Q

what are secondary control networks?

A

can be Geodetic or localised) used for urban & infrastructure projects

  • If derived directly from primary geodetic points, it retains geodetic characteristics
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15
Q

define northing, easting

A

❑ Northing: The coordinate representing the distance north or south from a reference point

❑ Easting: The coordinate representing the distance east or west from a reference point

reference system used in horizontal control

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16
Q

define horizontal control

Methods to Establish Horizontal Control?

A

typically use a local reference system based on a network of fixed points that define positions in a planar coordinate system. It provides a reference for locating features and setting out engineering projects

  • Coordinates are expressed as Northing and Easting for plane surveys
  • Latitude and Longitude for geodetic surveys

Methods:
Triangulation - Uses measured angles and at least one known baseline to calculate positions

Traversing - A sequence of measured distances and angles to extend control networks

GPS/GNSS Surveys - Provides high-accuracy horizontal positioning using satellite signals

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17
Q

define vertical control

Methods to Establish Vertical Control

A

is a system of fixed benchmarks that provide elevation reference points for determining heights

Methods:
❑ Differential Levelling - Uses a levelling instrument and staff to measure height differences between points

❑ Trigonometric Levelling - Uses angles and distances to calculate elevations (common in mountainous terrain)

❑ GNSS Heighting - Provides ellipsoidal heights, converted to orthometric heights using geoid models

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18
Q
A
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19
Q

main diff between horizontal and vertical control

A

Horizontal control ensures precise planar positioning, while vertical control provides elevation references

20
Q

what can EDM be used for?

A

measure distances up to 100km but with corrections for the earth curvature along with temperature and
pressure differences.

Electronic Distance Measurement

21
Q

What is total station?

A

instrument works on a tripod and combines electronic distance measurement (EDM) and angle measurement for accurate positioning

  • can measures distances as well as angles (Stores measurements
    digitally, reducing manual errors and allowing for direct CAD integration)
  • Data Collection & Automation
  • Remote Sensing & GPS Integration (georeferencing and large-scale surveys)

Total Station not only measures distances but also determines horizontal and vertical angles using
electronic goniometers (angle measurement devices)

22
Q

what is total station used for?

A

used in land surveying, construction layout, topographic mapping, and deformation monitoring

23
Q

how does total station work?

A

Light Pulse (Time-of-Flight Measurement)

  • Uses a laser pulse sent from the instrument
  • Measures the time it takes for the light to travel to the target and return
  • Distance is calculated using the speed of light

OR

Reflector based phase shift method to determine distances and angles

24
Q

what’s the allowable misclosure eqn (transversing)

25
Q

eqn for allowable misclosure

26
Q

eqn for the sum of interior angles

A

n= no. of observed angles

27
Q
A

1) calculate what’s required to make the angle = 540°

(=correction)

2) divide the correction by how many observed angles there are

3) find the adjusted angles= add the correction to the observed angles

28
Q

Define levelling

A

measures vertical distances relative to a horizontal reference plane

always carried out relative to a known datum (benchmark or reference point)

29
Q

Purpose of levelling

A

❑ Essential for infrastructure projects (e.g. roads, highways, urban drainage)

❑ Ensures proper water drainage, preventing accumulation, flooding, and erosion

❑ Used in stormwater and sewer system planning to
maintain flow efficiency

30
Q

What is the modern benchmark tool used?

A

Current systems link to WGS84 (World Geodetic System 1984) and Newlyn for accurate global positioning

31
Q

What’s the history of heighting methods

A

❑ Since 1989, OBM (Ordnance Survey Marks) are no longer maintained

❑ GNSS (Global Navigation Satellite Systems) is now used for
height determination, ensuring higher accuracy and global compatibility

32
Q

how does GNSS work

A

combines multiple satellite systems for precise positioning:
GPS (USA),
GLONASS (Russia),
Galileo (EU),
BeiDou (China)

37
Q
A

Height of the Plane of Collimation

38
Q

how does automatic level work? (4 components)

A
  • Self-Levelling Mechanism :

Uses an internal compensator system to automatically adjust the line of sight and reduce errors

  • Telescope & Crosshairs:

The surveyor looks through the optical telescope to read height measurements on a levelling staff

  • Levelling Setup:

Mounted on a tripod, adjusted with levelling screws, and fine-tuned using a bubble vial

  • Measurement Process:

Takes backsight (BS) and foresight (FS) readings to calculate elevation differences

39
Q

What equipment is required for levelling?

A

level and tripod, staff, crowfoot, bubble

40
Q

how do you check for collimation error?

A

perform a Two Peg Test

41
Q

what’s the allowable misclosure onsite

A
  • where 𝑛 is the number of instrument set ups
  • m is set dependent on-site conditions.

A value of 𝑚 often used is 5mm, and for earthworks, it may be 30mm. 𝑚 may be set in the contract documents

43
Q

define triangulation

A

Triangulation - Uses measured angles and at least one known baseline to calculate positions

44
Q

define traversing

A

Traversing - A sequence of measured distances and angles to extend control network

45
Q
A
  • its actually levelling